Course of LUS. by Michaela Barnikel (6790034)

8 zones (R1-R4, L1-L4) for LUS, adapted from CLUE protocol [12]. by Michaela Barnikel (6790034)

LIR1 deficiency markedly reduces <i>L</i>. <i>amazonensis</i> virulence. by Maria Fernanda Laranjeira-Silva (843978)

35R15 miscible layer model. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Rutting factor and phase angle at 140°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Modeling assembly. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Development of stress distribution in peak stage. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Rutting factor and phase angle at 160°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Original dataset. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Molecular structure of aged asphalt binder. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Rutting factor and phase angle at 120°C. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Test members’ deflection curve. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Simulation results of group M and N components. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Shows the member’s information details. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Simulation results of group H and G components. by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Density variation in the dynamics simulation. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Molecular structure of virgin asphalt binder. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Member design drawing (unit: mm). by Khalil AL-Bukhaiti (16015543)

“…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”

Amorphous cell model of virgin asphalt binder. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”

Molecular structure of virgin asphalt binder. by Fuming Liu (6611999)

“…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”